| Project/Area Number |
04302041
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| Research Category |
Grant-in-Aid for Co-operative Research (A)
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| Allocation Type | Single-year Grants |
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| Research Field |
基礎・土質工学
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| Research Institution | UNIVERSITY of TOKYO |
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Principal Investigator |
TOWHATA Ikuo Univ.of TOKYO,Dept.of Civil Eng.Prof., 工学部, 教授 (20155500)
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| Co-Investigator(Kenkyū-buntansha) |
KAZAMA Motoki Univ.of TOHOKU Dept.of Civil Eng.Assc.Prof., 工学部, 助教授 (20261597)
YANAGISAWA Eiji Univ.of TOHOKU Dept.of Civil Eng.Professor, 工学部, 教授 (10005324)
SUGITO Masata Univ.of GIFU,Dept.of CIVIL Eng. Assc.Prof., 工学部, 助教授 (60115863)
KATADA Toshiyuki MUSASHI INSTITUTE of Technology , Deot.of Civil Eng.Assc.Prof., 工学部, 助教授 (30147897)
IWASHITA Kazuyoshi Univ.of Saitama, Dept.of Civil Eng.Lecturer, 工学部, 講師 (40203377)
大川 出 建設省, 建築研究所, 主任研究員
石川 裕 清水建設, 技術研究所, 研究員
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| Project Period (FY) |
1992 – 1994
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| Project Status |
Completed (Fiscal Year 1994)
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| Budget Amount *help |
¥35,800,000 (Direct Cost: ¥35,800,000)
Fiscal Year 1994: ¥6,700,000 (Direct Cost: ¥6,700,000)
Fiscal Year 1993: ¥11,800,000 (Direct Cost: ¥11,800,000)
Fiscal Year 1992: ¥17,300,000 (Direct Cost: ¥17,300,000)
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| Keywords | dynamic responce / amplication / earthquake / alluvium / damage / 常時微動 / 原位置調査 / 地震被害 / 軟弱地盤 / 動的応答解析 / 等価線型化法 / 地震動増幅 / 遠心載荷実験 / 数値計算 / 現地調査 |
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| Research Abstract |
Soil amplification of earthquake motion was investigated. It has been known that the existing technique of earthquake response analysis on soft alluvium underestimates the surface motion. Since this is against the empirical knowledge that the damage is more intense upon the soft alluvium, study was needed to understand the cause of the discrepancy. Centrifuge tests were run to obtain the stress-strain behavior of sand undergoing shaking which was compared with the behavior obtained by conventional element tests without shaking. Field investigation by using micro-tremor technique was conducted in Kushiro City to compare the nature of ground with and without seismic damages during the earthquake in 1993. Finally, One proposes to consider the shear stiffness and damping ratio to vary with the frequency. The other takes the vertically-continuous variation of soil properties into account and solves the equation of wave propagation. Both can give a greater response upon alluvium that conventional types of analysis.
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